Method for determining mine single-row curtain-grouting hole distance
A curtain grouting and determination method technology, applied in construction, sheet pile wall, foundation structure engineering and other directions, can solve the problems of capital investment, increase project investment, lack of determination method, etc., to save investment cost, shorten construction period, improve economic effect
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Embodiment 1
[0031] 2. Construction inspection holes to obtain curtain permeability: drill 2 construction inspection holes, test parameters and permeability q 0 The values are as follows:
[0032] Hole number
Radius R(m)
test section
Seepage Q(L)
Segment length L(m)
Pressure P(mpa)
time t(min)
Permeability q 0 (Lu)
J1
9
D1
1433.45
112
3.30
20
0.194
D2
2298.16
149
3.27
25
0.189
D3
1184.32
90
3.81
18
0.192
J2
11
D1
4640.20
120
3.45
22
0.509
D2
3040.11
131
3.64
16
0.398
D3
1800.83
102
3.81
15
0.309
[0033] 3. J1 meets the curtain quality requirements, both q 0 ≤0.2Lu, determine the effective diffusion radius of slurry R=9m.
[0034] 4. The same horizontal grouting point distance D 0 :
[...
Embodiment 2
[0041] The grouting material is 425 Portland cement, and the penetration ratio J 0 =60, T=H / J0=280 / 60=4.67m.
[0042] 2. Obtain the curtain permeability from the construction inspection hole. 2 construction inspection holes, test parameters and permeability q 0 The values are as follows:
[0043]
[0044] 3. Both J1 and J2 meet the curtain quality requirements, both q 0≤0.2Lu, in order to save investment, the effective diffusion radius of the slurry is determined to be R=9m.
[0045] 4. The same horizontal grouting point distance D 0 :
[0046] D 0 = 2 R 2 - ( T 2 ) 2 = 17.38 m
[0047] 5. The maximum depth of the test hole of the north curtain line is 460m, the hole deviation rate is 0.5%, and the hole devi...
Embodiment 3
[0052] 2. Construction inspection holes to obtain curtain permeability: 3 construction inspection holes, test parameters and permeability q 0 The values are as follows:
[0053] Hole number
[0054] 3. J3 meets the curtain quality requirements, both q 0 ≤0.2Lu, determine the effective diffusion radius of slurry R=8m.
[0055] 4. The same horizontal grouting point distance D 0 :
[0056] D 0 = 2 R 2 - ( T 2 ) 2 = 15.08 m
[0057] 5. The maximum hole depth of the Northeast curtain line test hole is 510m, the hole deviation rate is 0.5%, and the hole deviation distance: d=2.55m.
[0058] 6. Grouting hole distance D=D 0 -2d=15.08-2X2.55=9.98m
[0059] From this, it is determined that the drilling distance...
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